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Home My WebLink AboutTED4003721.6PORTION OF GOVERNMENT LOT 1, SECTION 32, TOWNSHIP 24 N, RANGE 5 EAST, W.M. 0•m t\ I�- N C:) C'7 T U) W Q W W z O Z U) Q W Q { KEYSTONE WALL .2� � TOPSOIL 8" SEWER STATION 16+00 /A...:R 4 ADJUST TO FINAL GRADE \ STA. 15 + 41.0. 16.0'RT. ANGLE POINT FL=42.50 15+00 REPLACE DRIVEWAY W12911 CURB RETURN DATA FL CURB # STATION, OFFSET ELEV. 16+94.43,6' RT. (L.W.B.NORTH) 0A/4 340.57 9.80 20+44.91 , 10' RT. (NE 41 st) 40.00 20+65.65, 10' LT. (NE 41 st) 40.73 20 A/2 39.99 17+87.17, 16' RT. (L.W.B.NORTH) 39.25 STA. 16+99.92 FOUND MONUMENT IN CASE (VISITFF) 912012) STA. 16+78.0, 16.0'RT. STA. 16+50.0, 22.0' RT. FL=40.83 CB 7, TYPE 1 W SOLID LOCKING LID RIM=41.70 IE=37.70, 12" IE=38.50, 6"(ROCKERY DRAIN) 331-F., 12" N-12 ©S=5.06% IE=39.37 (NEW) ADJUST TO ..I O . - „ IE=40.37 (8 NEW) 10' TEMP. CONSTRUCTION EASEMENT REQUIRED GRADE LEVEL BETWEEN / WALL AND EX. ROCKERY 1101-F., KEYSTONE BLOCK WALL, TOP=44.00 RAISE TO FINAL GRADE INSTALL SOLID LID R=35.00' L=50.19' DELTA=82.10'01 " R=35.00' L=66.04' DELTA=108.06'43" 1 /4 DELTA CB#2, TYPE 1 ALL TRENCH RESTORATION AND OVERLAY REQUIREMENTS SHALL COMPLY WITH CITY OF RENTON STANDARDS 6' I I 5' 42" STEEL HAND -7=-l.;�:?RAIL PER CITY DETAIL #H024 STATION 19+50 STA. 18+36.75, 16.0'RT. FL=38.50 EXISTING UTILITY L❑CATI❑NS SHOWN HEREON ARE APPR❑XIMATE ONLY, IT SHALL BE THE CONTRACTORS RESP❑NSIBILITY TO DETERMINE THE EXACT VERTICAL AND H❑RIZ❑NTAL L❑CATI❑N OF ALL EXISTING UNDERGROUND UTILIITES PRI❑R TO C❑MMENCING C❑NSTRUCTI❑N, NO REPRESENTATI❑N IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES NO RESP❑NSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER L❑CATI❑N, CALL BEFORE YOU DIG: 1-800-424-5555 STA. 19 + 2 6.0, 15.17' RT. GRAPHIC SCALE CB 9, INLET RIM=36.70 0 10 20 IE=34.70, 8" STA. 19+26.0, 22.0' RT. 10, TYPE II-48 1 inch = 20 feet /7RlM=37.52 34.498"31.36, 15" 461-F., 15" D.I. ©S-0.65% ® �0+:00 • s END CURB & GUTTER AT EXISTING FLOW LINE ON BRIDGE R=372106 LAKE WASHINGTON BLVD. NORTH ry CENTERLINE INT'X STA: 17+38.58, . LAKE WASH. BLVD.-N: ......... BACK OF SIDEWALK GRADE T" i Ir��ic rn�17 Cnl ��r\v %A/Ai It I STA. 20+00, N. 40TH PLACE J - - - - - -T - BACK OF :SIDEWALK GRADE Y ----- --- o - - - m a - 40.00 cn 40.00 8 SEWER _..: . 12N_ FLOLINE GRADE LFHANDR AIL o 2 85�F i i ---4 iLi I i 12,, N-.12@S i�r - - Q I I FLOWLINE GRADE -6.3 _I } .. ............................. 3 _....,...... 9 I I ,� w zLj -._ Li NEW 8 WM cc 46LF., 15 CO 0 0ry o 30 Y w II v CB 8 TYPE II-48" 0 15+00 16+00 U � w w RIM=40.00 15" 1 " IE 32.32 OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. �,•,A 27460 0 - o�FSS/NAL1 03/18/2014 N0. 17+00 PER CITY COMMENTS DATED 07/30/2013 REVISION 191 LF., 15' N-12 @ : S=0.50% D.L.@S=0.65 C IB9 INLET RIM=36.72 3'X5' RIP RAP CB 10 ROCK PAD IE=34.,70, 8" RIM=3.52 IE=34.49, 8" 18+00 19+00 IE=31.36, 15" 20+00 SURVEYED: SCALE "° NAw 19M LAKE WASHINGTON VIEW ESTATES HORIZONTAL: NAD 1983/199t q DESIGNED: SCALE �6,; CITY D.L. OFFE, P.E. I R E N TO N GREG FAWCETT ..0 DRAwND.L. OFFE, P.E. ONE INCH DATUM I LAKE WASHINGTON BLVD. NORTH DLO CHECKED: AT FULL s Planning/Building/Public Works Dept. IF NOT ONE INCH FRONTAGE IMPROVEMENTS BY DATE APPR APPROVED: SCALE ACCORDINGLY 30.00 11/15/2012 FIELDSOOK: PAGE: DRAWING NO: SHEET: 6 OF,. 13 cD-rs�arob ��QN�T�AflE.